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Shear Behavior and Diagonal Crack Width for Reinforced Concrete Beams with High-Strength Shear Reinforcement
The authors have made a good contribution to the shear behavior and diagonal cracking of reinforced concrete beams with stirrups of high-strength steel, and they must be congratulated for their interesting and important research. However, some special aspects in this study should be addressed. The discussers understand that the paper objective is the study of the ACI 318-11 prescriptions, but with regard to the analysis with EC2 equations, some considerations must be highlighted. The results in Table 2 for Beams B34-1, B42-1, and B68-1 for all theoretical values are very different from the test values.
Shear Behavior and Diagonal Crack Width for Reinforced Concrete Beams with High-Strength Shear Reinforcement
The authors have made a good contribution to the shear behavior and diagonal cracking of reinforced concrete beams with stirrups of high-strength steel, and they must be congratulated for their interesting and important research. However, some special aspects in this study should be addressed. The discussers understand that the paper objective is the study of the ACI 318-11 prescriptions, but with regard to the analysis with EC2 equations, some considerations must be highlighted. The results in Table 2 for Beams B34-1, B42-1, and B68-1 for all theoretical values are very different from the test values.
Shear Behavior and Diagonal Crack Width for Reinforced Concrete Beams with High-Strength Shear Reinforcement
Jung-Yoon Lee (author) / Do Hyung Lee / Jin-Eun Lee / Seong-Ho Choi
ACI structural journal ; 113
2016
Article (Journal)
English
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